N17°51'50"E

45.72

N45

°03'

20"E

46.6

3

R=37.29A=9.46C=9.44N64°50'50"WN72°07'00"W

9.14

TRACINA DRIVE

(BY REGISTERED PLAN 1252)

N72°06'50"W

29.21

N44°54'00"W11.89

CHAIN LINK FENCE

CH

AIN LIN

K FENC

E

CH

AIN LIN

K FENC

E

83.91

83.48

83.53

83.61

83.59

84.4584.43

83.99

83.56

84.48

84.39

83.62

83.31

82.62

1ØD82.81

84.39

84.00EXIST.

WV83.94

83.84

84.32

83.59

83.46

0.2ØD

84.17

84.02

84.03 84.14

84.16

83.8083.78

83.6383.74

83.6583.63

83.49

84.01

0.06ØD

84.6384.69

84.60

84.58

84.68

84.61 84.52

84.48

84.36

83.64

83.37

83.40

83.56

83.44

83.40

84.52

84.58

84.68

84.53

84.53

84.33

83.75

83.73

83.77

84.59

84.64

84.52

84.45

0.1ØD

84.56

84.53

84.31

84.47

84.51

84.3584.42

84.6384.61

84.62

83.24

84.73

83.75

84.19

83.15

83.20

83.16

83.0083.25

83.26

82.80

82.49

82.24

82.12

82.76

82.76

82.22

82.86

82.51

82.44

82.39

82.41

82.98

83.10

83.02

81.99

82.49

82.72

82.21

82.08

82.55

82.61

82.61

82.70

6.0%

SLO

PE

GARAGE

COV'DPORCH

LOWERTERRACE

LOWERTERRACE

COV'DPORCH

1R

12R

PROPOSEDINGROUND

POOL

PAVERSTONEPATIO

HEDGE

PRECAST UNIT

RETA

INING WALL

RECONFIGUREDDRIVEWAY

LOW ADDRESS WALL

1R

1R1R

1R

1R

3R

3R

3R

3R

3R

FF 84.95

BF 81.59**UF 81.31

*TFW 84.59

PROPOSED2 STOREYDWELLING

No. 164

1R

PREC

AST

UN

ITIN

TER

LOC

KIN

GW

IND

OW

WEL

L

BUIL

T IN

PLAN

TER

BUILT INPLANTER

BUILT INPLANTER

LANDSCAPEPLANTER

REMOVE EXIST.1-STOREYDWELLING

HANDRAIL &GUARD AS PEROBC 9.8 & SB7

B/IBBQ

REMOVE EXIST.CONCRETE

POOL, PATIO &SUB BASE.

REINSTATE W/TOPSOIL & SOD.

REMOVE EXIST.ASPHALT DRIVEWAY &SUB BASE. REINSTATE

W/ TOPSOIL & SOD.

MH83.59

MH83.69

250mmØ SAN. SEWER @ 1.10% 250mmØ SAN. SEWER @ 1.10%

450mmØ STORM SEWER @ 1.10%

150mmØ WATERMAIN

300mmØ STORM SEWER @ 1.10%

SUMP PUMP TODISCHARGE TO

EXIST. STM.CONNECTION

REMOVE EXIST.WALKWAY & SUBBASE. REINSTATE

W/ TOPSOIL & SOD.

W

20mmWATERMETER

NEW

11.1-32mm

Ø C

OPPER

"K" WATER

SERVIC

E

EXIST. 25mm

Ø

WATER

SERVIC

E

EXIST. 9.9-125mm

Ø

SANITAR

Y SERVIC

E

NEW

11.7-125mm

Ø

SANITAR

Y SERVIC

E @ 1.0%

PAVERSTONEWALKWAY

PAVERSTONE

WALK

WAY

SUBJECT TO EASEMENT

AS IN 161922

EG 84.11

SOLIDHOARDING

CONSTRUCTION MATERIALSTORAGE AREA

THERE WILL BE NO CHANGE TOTHE EXISTING GAS AND HYDRO

UTILITIES, OR THEIR CONNECTIONTO THE DWELLING AS PART OF

THIS APPLICATION

CO

NST

RU

CTI

ON

ACC

ESS

EXTENT OF2ND FLOOR

EXTENT OF2ND FLOOR

EXIS

T. 1

25m

mØ

STO

RM

SER

VIC

E

SOLI

DH

OAR

DIN

G

EXTE

NT

OF

REV

ERSE

VEN

EER

AC

LOT 44SINGLE FAMILYRESIDENTIAL

LOT 42SINGLE FAMILYRESIDENTIAL

LOT 43REGISTERED PLAN 1252

1 STOREYBRICK DWELLING

No. 158

2 STOREYBRICK DWELLING

No. 168

3R

3R

AC

FRAMEDHOARDING

EXIST. "Y"CONNECTION

LOW ADDRESS WALL DETAIL

STONEVENEER

N.T.S.

164

COPINGCAP

FOUNDATION

1R

12R

1R

1R1R

1R

1R

3R

3R

3R

3R

3R

1R

General Notes:

no. date revision / comment

1 Issued To Owner For Building Permit Applic'nFeb 09/21

SP

Key Plan nts

1. Do Not Scale Drawings

2. These Plans Are To Remain The Property Of The Designer And Must Be Returned UponRequest. These Plans Must Not Be Used In Any Other Location Without The Written Approval OfThe Designer.

3. All Works To Be In Accordance With The Ontario Building Code And All Code References ReferTo O.B.C. 2012 Division 'b'

The Undersigned Has Reviewed And Takes Responsibility For ThisDesign, And Has The Qualifications And Meets The Requirements Set

Out In The Ontario Building Code To Be A Designer.

Name Signature BCIN

Firm Name BCIN

Peter Giordano 25061

DAVID W. SMALL DESIGNS INC. 29999Exempt Under Division C -3.2.4.1. Of the 2012 ONTARIO Building Code.

Qualification Information Required Unless The Design Is

Registration Information Required Unless The Design Is

Exempt Under Division C -3.2.5.1. Of the 2012 ONTARIO Building Code.

Base Information:

Base Information Taken From Plan Of SurveyBY: Traksick McMillan Kubicki Ltd.Dated: November 6, 2020

Location

Lot 43Registered Plan 1252Town Of OakvilleRegional Municipality of Halton

City Benchmark

Elevations Are Refereed To The Town OfOakville No. 36, Having An Elevation of90.284 Meters

*TFW (Top Of Foundation Wall)

Floor Sill Plate On Inside Face Of Foundation.- See Reduced Thickened Foundation Wall Detail& Reverse Veneer Detail For Foundation WallLedge Condition On Outside Face Of FoundationWalls.- Extent Of Each Type To Be Determined ByContractor On Site During Construction

Regional Approval

METAL T-BARSUPPORTS

1x3 TOP RAIL

Tree Protection Barriet Detail nts

PLASTIC SAFETYFENCING

GRADE

6'-7"

4'-0

" 2.0% Minimum 2.0% MinimumSWALE

Minimum Depth = 150mmMaximum Depth = 250mm

3:1Max Max

3:1CL

Typical Swale Detail nts

Prop

erty

Lim

itM

atch

Gra

des

XXXXXXXXXX XXXXXXXXXX

Dep

th

Gr a ss

All Supports And Bracing Should Be Outside The Tree Protection Zone. All Such Supports Should MinimizeDamaging Roots Outside The Tree Protection Barrier.

No Construction Activity, Grade Changes, Surface Treatment Or Excavation Of Any Kind Is Permitted WithinThe Tree Protection Zone.

4

5

Tree Protection Barriers For Trees Situated On The Town Road Allowance Where Visibility Must Be MaintainedCan Be 1.2m (4ft.) High And Consist Of Orange Plastic Web Snow Fencing On A Wood Frame Made Of 2x4's.

Where Some Excavate Or Fill Has To Be Temporarily Located Near A Tree Protection Barrier, Plywood Must BeUsed To Ensure No Material Enters The Tree Protection Zone.

2

3

Tree Protection Barriers

Tree Protection Barriers Must Be 1.2m (4ft.) High, Waferboard Hoarding Or An Equivalent Approved By UrbanForestry Services.

1

Waferboard Or AsApproved By UrbanForestry Services

2

1 21 3

Snow Fencing4

5

Region Design Of Water &/or Wastewater Services Approval Subject To DetailConstruction Conforming To Halton Region Standards & Specifications &Location Approval From Area Municipality.

Signed: _______________________ Dated: ______________________Infrastructure Planning & Policy

The Approval Of The Water System On Private Property Is The Responsibility Of, The LocalMunicipality, Regardless, The Applicant Must Ensure That The Region Of Halton's StandardsAre Met. (The Water And Wastewater Linear Design Manual May Be Obtained On Halton.caOr By Calling 311) All Water Quality Tests Must Be Completed To The Region Of Halton'sSatisfaction Before The Water Supply Can Be Turned On.

Underground Utilities:

The Location Of Underground Services ShownOn This Plan Is Only Approximate And Is ForPlanning And Design Purposes Only. ThisInformation Must Not Be Assumed To BeComplete Or Up-To-Date And An On-Site LocateMust Be Ordered Prior To Any Excavation. DavidW. Small Designs Inc. Accepts No ResponsibilityFor Any Claims Or Losses Due To Improper UseOf This Information.

Notes:

There Are To Be No Grad Changes Within 0.3mOf Common Property Lines

The Existing Sanitary Lateral Must Be Inspectedat The property Line By Regional Inspector, AndTelevised By Regional Forces Prior ToConnection. A Lateral That Does Not MeetCurrent Regional Standards Must BeDissconnected At The Main. A Revision To TheService Permit Drawings And Payment OfApplicable Fees Is Required.

Existing Services Must Be Disconnected At TheMain By The Contractor

All Water And Sanitary Main Taps Are To BePreformed By Region Of Halton Forces Only

Contractor To Determine Existing Inverts AndReport Any Discrepancies To The Engineer

Contractor To Determine San. Inverts On SiteAnd Determine If San. Ejector Pump Is Required

House Footprint

Front Porch

Rear Porch

Total Coverage

282.45 sm

7.12 sm

47.33 sm

336.90 sm24.46%

Lot Coverage

Site Data

Lot Area (0.137 ha)Zoning RL2-0Established Grade 84.11

Floor AreaGround Floor 2297.4 sf(Includes 71.2 sf of Stairs)Second Floor 2181.8 sf(Includes 71.2 sf of Stairs & Excludes 99.2 sf of O.T.B)

213.43 sm

202.69 sm

Total Area 4479.2 sf416.12 sm

Garage 652.0 sf60.57 sm

1377.53 sm

(Measured to Inside Face of Garage Walls)Finished Basement 2255.4 sf209.53 sm(Measured to Inside Face of Finished Basement Walls)

Proposed Footprint 282.45 sm20.50%(Including Garage)Proposed Covered Porches 54.45 sm3.95%

Total Proposed Coverage 336.90 sm24.46%Max Allowed Coverage 344.38 sm25.00%

Lot Coverage

FSI = 0.30

SITE

**U/F (Under Side of Footing)

- U/F Denotes Minimum Depth Of Under Sideof Footing.- Under Side of Footing May DifferDepending On Basement Conditions. SeeFloor Plans And Elevations For SpecificUnder Side Of Footing Conditions .- Footings To Be Min 1.2m Below Grade

THE EXISTING SANITARY SERVICE LATERALMUST BE INSPECTED AT THE PROPERTY LINEBY THE REGIONAL INSPECTOR AND TELEVISEDBY REGIONAL FORCES PRIOR TO CONNECTION

NOTE: CONTRACTOR TO DETERMINEEXISTING INVERTS AND REPORT ANYDISCREPANCIES TO THE ENGINEER

STORM INVERT @ MAIN UNKNOWN. IT IS THEBUILDER'S RESPONSIBILITY TO ENSUREGRAVITY FLOW FROM PROPOSED BASEMENTFLOOR ELEVATION. IF A GRAVITY CONNECTIONCANNOT BE ACHIEVED FROM THE PROPOSEDBASEMENT FLOOR ELEVATION A SUMP PUMP ISTO BE INSTALLED AS PER OBC + MUNICIPALREQUIREMENTS.

Legend

3R

102.05

AC

102.05

Main Level

Property Line

Existing Spot Elevation

Proposed Spot Elevation

Rainwater Downspouts

Air Conditioner

Solid Hoarding

Framed Hoarding

(with trunk diameter)0.30ØC

102.05

0.30ØC

102.05

Denotes Coniferous Tree

To Remain

(with trunk diameter)Denotes Deciduous Tree

To Remain

(with trunk diameter)Denotes Tree

To Be Removed

Native Species Min 60mmDenoted Replacement Tree

Caliper For Deciduous And

0.30ØC

102.05

1.8m Height For Coniferous

SM

(SM) Refers To Sugar Maple(RM) Refers To Red Maple

AD Area Drain

3R Lower Level

Existing To Be Removed

Lot Coverage Diagram 1:300

Site PlanDrawing:

Scale:

Date:

Dwn by:

Proj. no.:

Project:

Feb 2021

HD

20-1855

164 Tracina DriveThe Squire Home

Town of Oakville,Regional Municipality of Halton

Lot 43Registered Plan 1252

1:100

davidsmalldesigns.com

Tracina Dr

Third Line

Lakeshore Rd W

Rebec

ca S

t

Hixon S

t

Average Grade Diagram nts

Average Grade CalculationWall No.

123456

Total

Wall Average Grade Wall Length (m) Product

Average Grade =

84.6084.6584.5483.2682.6182.52

751.58

12.316.72

11.843.963.80

11.89

75.78

1041.43568.85

1000.95329.71313.90981.16

6338.27

Total Product Divided By Total Wall Length =83.64

7 82.66 5.61 463.728 82.77 9.55 790.499 83.97 10.10 848.06

Average Grade 83.64